Attach 02 Drawings 08222002 GFHNRClabs.pdf
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- Attached to
- Grand Forks HNRC Labs 150 152 154 156 Renovation
- Solicitation number
- 12805B22R0010
About this file
This document provides details for a federal contract solicitation for the Grand Forks HNRC Labs 150 152 154 156 Renovation project. The solicitation seeks contractors to complete renovations at four labs located at the Grand Forks HNRC facility. A mandatory pre-proposal conference and site visit will be held on May 23rd, with registration required by May 19th. All questions must be submitted by June 2nd. The price range for the contract is between $1,000,000 to $5,000,000. This solicitation is set aside for small businesses only. Offerors must be registered in the System for Award Management to be considered. The solicitation will be issued by the Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Plains Area. Interested parties should monitor the site for release of the full solicitation package and any amendments.
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PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
U s e r s
\s s h a n n o n \D o c u m e n ts \0
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COVER SHEET
08222.002
SLLSLLSLLSLL
SWSSWSSWSSWS
SWSSWSSWSSWS
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 0- 0COVER SHEET
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100% CONSTRUCTION DOCUMENTS
GRAND FORKS HNRC LABS 150/152/154/156
RENOVATION
ARCHITECTURAL
A 00 ARCHITECTURAL INFO SHEET
A001 DEMOLITION
A101 FLOOR PLANS & SCHEDULES
A102 FINISH PLAN
A103 REFLECTED CEILING PLANS AND DETAILS
A201 ELEVATIONS & DETAILS
GENERAL
0 COVER SHEET
ACC01 ARCHITECTURAL CODE COMPLIANCE
G001 SITE LOGISTICS PLAN
MECHANICAL
M 00 MECHANICAL INFO SHEET
M001 DEMOLITION FLOOR PLAN - MECHANICAL
M101 FLOOR PLANS - MECHANICAL
M401 DETAILS AND SCHEDULES - MECHANICAL
PLUMBING
P 00 PLUMBING INFO SHEET
P000 BELOW SLAB DEMOLITION PLAN - PLUMBING
P001 DEMOLITION FLOOR PLAN - PLUMBING
P100 BELOW SLAB FLOOR PLAN - PLUMBING
P101 FLOOR PLAN - PLUMBING
P301 DETAILS - PLUMBING
ELECTRICAL
E 00 ELECTRICAL INFO SHEET
E001 FLOOR PLAN - DEMOLITION
E101 FLOOR PLAN - LIGHTING
E201 FLOOR PLAN - POWER
E301 FLOOR PLAN - AUXILIARY SYSTEMS
E501 ELECTRICAL DETAILS
E701 LUMINAIRE & EQUIPMENT SCHEDULES
E801 ELECTRICAL PANEL SCHEDULES
DRAWING INDEX
LABORATORY
Q302 ELEVATIONS
Q401 DETAILS
Q402 DETAILS
Q403 DETAILS
Q404 DETAILS
LABORATORY
Q001 LEGEND, NOTES, AND ABBREVIATIONS
Q002 CASEWORK TYPES
Q003 EQUIPMENT SCHEDULE
Q101 LAB FLOOR PLAN
Q201 ISOMETRIC VIEWS
Q301 ELEVATIONS
156B
154-2
-1
-2
0-
A E
D
OCCUPANCY CLASSIFICATION
BUSINESS (B)
D
C
9 10 11 12876
LABORATORY
FREEZER
TISSUE
CULTURE
WATER
SERVICE
156B
1 11
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
U s e r s
\s s h a n n o n \D o c u m e n ts \0
-A
R C
H R s s h a n n o n s c h e m m e r.
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P
M
ACC01
ARCHITECTURAL CODE COMPLIANCE
08222.002
SLLSLLSLLSLL
SWSSWSSWSSWS
SWSSWSSWSSWS
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 0- ACC01ARCHITECTURAL CODE COMPLIANCE
SCALE: 1/4" = 1'-0"
FIRST FLOOR - CODE REVIEW PLAN
XX FIRE BARRIER (X HOURS)
XX FIRE PARTITION (X HOURS)
XX SMOKE BARRIER (X HOURS)
XX SMOKE PARTITION (X
HOURS)
XX BUILDING SEPARATION
(X HOURS)
CODE COMPLIANCE
LEGEND
NUMBER OF OCCUPANTS
PER ROOM
DEAD-END DISTANCE
XXX'-XX"
NEW FIRE EXTINGUISHER-
INSIDE RECESSED
CABINET -(FE1)
75'
NOTES:
• CONTRACTOR SHALL PROVIDE PERMANENT
SIGNAGE OR STENCILING WITHIN CEILING
PLENUM AT ALL FIRE RATED WALLS, SMOKE
BARRIERS & SMOKE PARTITIONS. LETTERING
SHALL BE AT LEAST 1/2" IN HEIGHT WITH THE
WORDING: "FIRE AND/OR SMOKE BARRIER -
PROTECT ALL OPENINGS:. REPEAT AT
INTERVALS NOT EXCEEDING 30'-0" MEASURED
HORIZONTALLY ALONG THE PARTITION WALL.
• SEAL PENETRATIONS IN FIRE RATED SMOKE
BARRIERS, FIRE RATED BARRIERS & SMOKE
BARRIERS.
COMMON PATH DISTANCE
XXX'-XX"
OCCUPANCY ALONG PATH
ACCESSORY OCCUPANCY
INCIDENTAL OCCUPANCY
NOT HABITABLE
OCCUPANCY
CODE SUMMARY
APPLICABLE CODES
BUILDING :
ACCESSIBILITY :
LIFE SAFETY :
ENERGY :
MECHANICAL :
PLUMBING :
ELECTRICAL :
OCCUPANCY GROUP :
TYPE OF CONSTRUCTION :
MAXIMUM ALLOWED HEIGHT
MAXIMUM ALLOWED AREA
MIXED USE SEPARATIONS :
HEIGHT AND AREA LIMITS
FIRE SEPARATION ASSEMBLIES
EXITS
SHAFTS / HOISTWAYS
DWELLING UNIT SEPARATIONS
INTERIOR LOAD BEARING
WALLS, COLUMNS, FRAMING
ROOF CONSTRUCTION
FLOOR CONSTRUCTION
FIRE WALLS
EXTERIOR WALL OPENING LIMITS :
DRAFTSTOPS :
FIRE PROTECTIVE SYSTEMS
AUTO FIRE SUPPRESSION :
STANDPIPE :
FIRE ALARM SYSTEM :
AUTO FIRE DETECTION :
SMOKE DETECTION :
FIRE RESISTANCE OF STRUCTURAL
ELEMENTS
RATING
(HOURS)
DESIGN
NUMBER
EXTERIOR WALLS
LOAD BEARING WALLS
NON-LOAD BEARING WALLS
CALCULATIONS
DOOR
STAIR
B
IIA
65'
37,500 SF
1 HR
2010 ADA
NA
NFPA 72
NFPA 72
2021 NFPA 101
2018 IECC
2018 IMC
2018 IPC
2020 NEC
2018 IBC
UL
UL
UL
UL
UL
UL
UL
UL
UL
0.2" / OCC
0.3" / OCC
ADDITIONAL NFPA CODES:
NFPA 45: ALL LABORATORY UNITS ARE
CONSIDERED CLASS D, AND ARE TO BE
SEPARATED FROM ALL OTHER OCCUPIED NON-
LABORATORY SPACES BY 1-HOUR FIRE
PARTITIONS AND FLOORS.
NFPA 497: ALL LABORATORY UNITS ARE IN
COMPLIANCE WITH GAS STORAGE ACCORDING
TO THIS CODE.
ACC_ROOM SCHEDULE
ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD
AREA / OCC
FIRST FLOOR
100 CORRIDOR 641 SF
: 1 0.00
: 1 0.00
BUSINESS (B)
150 LABORATORY BUSINESS AREAS 2061 SF / 150 SF 13.74
152 TISSUE CULTURE BUSINESS AREAS 170 SF / 150 SF 1.14
154 FREEZER STORAGE AREAS 237 SF / 300 SF 0.79
156B WATER SERVICE MECHANICAL
EQUIPMENT ROOM
39 SF / 300 SF 0.13
: 4 15.80
BUSINESS (B): 4 15.80
FIRST FLOOR: 5 15.80
TOTALS:: 5 15.80
TO BE UTILIZED
FOR
CONSTRUCTION
ACTIVITY
NOT TO BE USED
NOT TO BE USED
ELECTRICAL
SOURCES
SANITARY
FACILITIES
BY CONTRACTOR
CONSTRUCTION
ACTIVITY
DOORS
(NO OTHER DOORS
ALLOWED)
NOT TO BE USED
TO BE UTILIZED FOR
CONSTRUCTION ACTIVITY
NOT TO BE USED
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
U s e r s
\s s h a n n o n \D o c u m e n ts \0
-A
R C
H R s s h a n n o n s c h e m m e r.
c o m .r v t
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:3
A
M
G001
SITE LOGISTICS PLAN
08222.002
CheckerCheckerCheckerChecker
AuthorAuthorAuthorAuthor
DesignerDesignerDesignerDesigner
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 0- G001SITE LOGISTICS PLAN
SCALE: 12" = 1'-0"
SITE PLAN - NORTH PARKING LOT
SCALE: 12" = 1'-0"
NORTH PARKING LOT - GROUND VIEW
SCALE: 12" = 1'-0"
DOORS FOR CONSTRUCTION ACTIVITY
SCALE: 12" = 1'-0"
SANITARY FACILITIES LOCATION FOR CONTRACTOR USE
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
U s e r s
\s s h a n n o n \D o c u m e n ts \0
-A
R C
H R s s h a n n o n s c h e m m e r.
c o m .r v t
/1
/2
:4 :0
P
M
A 00
ARCHITECTURAL INFO SHEET
08222.002
SLLSLLSLLSLL
SWSSWSSWSSWS
SWSSWSSWSSWS
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 2- A 00ARCHITECTURAL INFO SHEET
NORTH
ARROW
NAME
ELEVATION
LEVEL
MATCHLINE
AREA A
AREA B
TITLE
MARKER
VIEW NAME
SCALE: 1/8" = 1'-0"
EXISTING
COLUMN
NEW
COLUMN
X
X
X
XX-XX
SIM
X
XX-XX
XXXX
DX
X
SECTION/
DETAIL
PLAN
DETAIL
REFERENCE
NOTE
REFERENCE
DEMOLITION
NOTE
EQUIPMENT
NUMBER
ROOM NAME
150 SF
ROOM
NUMBER
LETTER INDICATES
NEW COLUMN LINE
LETTER INDICATES
EXISTING COLUMN LINE
SECTION/DETAIL
NUMBER
SHEET NUMBER
INDICATES DIRECTION
OF VIEW
DETAIL NUMBER
SHEET NUMBER
REFERENCE
DESIGNATION
DEMOLITION
DESIGNATION
EQUIPMENT
NUMBER
ROOM NAME
DESIGNATION
ROOM NUMBER
DESIGNATION
ROOM AREA
DESIGNATION
SYMBOL LEGEND
ROOM /
FRAMING
ELEVATION
EXTERIOR
ELEVATION
XX-XX
XX-XX
ELEVATION LETTER
DIRECTION OF VIEW
SHEET NUMBER
ELEVATION LETTER
DIRECTION OF VIEW
SHEET NUMBER
DOOR
NUMBER
DOOR NUMBER10
WINDOW
DESIGNATION
WINDOW DESIGNATION000
TA-X
TOILET
ACCESSORY
TOILET ACCESSORY
NUMBER
WALL
TYPE
LETTER
INDICATES
PARTITION OR
WALL TYPE
X
DETAIL NUMBER
LEVEL CALLOUT
DESIGNATION
ELEVATION
DESIGNATION
GRAPHIC AREA FOR
DRAWING
TITLE
SCALE OF THE
DRAWING
ABBREVIATIONS REF. DEMO NOTES ( )
REFERENCE LEGEND
PLAN VIEW
SECTION / ELEVATION VIEW
SHEAR WALL
MASONRY-CMU
MASONRY-VENEER
STUD WALL
CONCRETE
GRAVEL
EARTH / COMPACTED
EARTH /
NONCOMPACTED
RIGID INSULATION
JOINT FILLER
STEEL
GYPSUM
FLEXIBLE INSULATION
GROUT
PLYWOOD
WOOD (FINISH)
MASONRY-CMU FACE
MASONRY-CMU
MASONRY-VENEER
ARCHITECTURAL SHEET LIST
PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES
GENERAL NOTES XDXGENERAL DEMO NOTES
PROJECT ARCHITECTURAL REFERENCED NOTES
REF. NOTES ( )
S SOUTH
SA SUPPLY AIR
SAN SANITARY
SB SECURITY BARS
SB SPLASH BLOCK
SCH SCHEDULE
SCHED SCHEDULE
SCR SCREW
SCT STRUCTURAL CLAY TILE
SCUT SCUTTLE
SCW SOFT COLD WATER
SD STORM DRAIN
SD SUBDRAIN
SDI STEEL DECK INSTITUTE
SECT SECTION
SECY SECRETARY
SEQ SEQUENCE
SF SQUARE FOOT (FEET)
SFU STRUCTURAL FACING
UNIT
SHLD SHOULDER
SHT SHEET
SHTG SHEATHING
SHW SOFT HOT WATER
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SL SNOW LOAD
SLBB SHORT LEG BACK TO
BACK
SM SPRINKLER MAIN
SOV SHUT OFF VALVE
SPA SPACE(ING)
SPEC SPECIFICATIONS
SPF SOUNDPROOF
SPH SPACE HEATER
SPKR SPEAKER
SPL SPECIAL
SQ SQUARE
SS SANITARY SEWER
SS STAINLESS STEEL
SSMR STANDING SEAM METAL
ROOFING
STA STATION
STAIR STAIRWAY
STC SOUND TRANSMISSION
COEFFICIENT
STD STANDARD
STGR STRINGER
STIFF STIFFENER
STIRR STIRRUPS
STL STEEL
STN STONE
STOR STORAGE
STR STRUCTURAL
SUB FL SUB FLOOR
SUCT SUCTION
SUSP SUSPENDED
SVF SHEET VINYL FLOORING
SW SWITCH
SWBD SWITCH BOARD
SYM SYMMETRICAL
T TREAD
T or TLT TOILET
TAN TANGENT
TBD TACK BOARD
TE TOP ELEVATION
TEL TELEPHONE
TEMP TEMPERATURE
TER TERRAZZO
TERM TERMINAL
TGL TOGGLE
TH THRESHOLD
THK THICK
THRD THREAD
TO TOP OF
TOB TOP OF BEAM
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOJ TOP OF JOIST
TOPO TOPOGRAPHIC
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSVERSE
TSTAT THERMOSTAT
TV TELEVISION
TW TEMPERED WATER
TWR TEMPERED WATER
RETURN
TYP TYPICAL
UC UNIT COOLER
UG UNDERGROUND
UH UNIT HEATER
UL UNDERWRITERS
LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UNO UNLESS NOTED
OTHERWISE
UPS UNINTERRUPTIBLE
POWER SYSTEM
UR URINAL
UT UTILITY
UV UNIT VENTILATOR
V VOLT
VAC VACUUM
VAV VARIABLE AIR VOLUME
VCP VITRIFIED CLAY PIPE
VCT VINYL COMPOSITION TILE
VD VAULT DOOR
VEL VELOCITY
VENT VENTILATOR(ION)
VERT VERTICAL
VEST VESTIBULE
VFD VARIABLE FREQUENCY
DRIVE
VOL VOLUME
VPC VERTICAL POINT OF
CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF
TANGENCY
VS VENT STACK
VT VINYL-TILE
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST
W WIDE (WIDTH)
W WIRE
W/ WITH
W/O WITHOUT
WB WET BULB
WC WATER CLOSET
WC WATER COLUMN
WD WASTE DRAIN
WD WOOD
WD BLKG WOOD BLOCKING
WD DR WOOD DOOR
WDW WINDOW
WF WIDE FLANGE
WG WIRE GLASS
WH WALL HYDRANT
WHT WHITE
WI WROUGHT IRON
WKSH WORK SHOP
WL WIND LOAD
WNSCT WAINSCOT
WP WEATHER PROOF
WP WORK POINT
WPF WATER PROOF
WPFG WATER PROOFING
WRB WARDROBE
WS WASTE STACK
WT WEIGHT
WWF WELDED WIRE FABRIC
WWM WOVEN WIRE MESH
XFMR TRANSFORMER
YD YARD or YARD DRAIN
LBS POUNDS
LD LOAD
LDG LOADING
LE LEFT END
LG LENGTH (LONG)
LIN LINEAR
LIS LAWN IRRIGATION
SYSTEM
LL LIVE LOAD
LLBB LONG LEG BACK TO BACK
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNTL LINTEL
LP LOW POINT
LPG LIQUIFIED PETROLEUM
GAS
LPS LOW PRESSURE STEAM
LR LIVING ROOM
LS LAWN SPRINKLER
LT LIGHT
LT WT LIGHT WEIGHT
LTG LIGHTING
LVT LUXURY VINYL TILE
M MIDDLE
M THOUSAND
M & B MATCHED AND BEADED
MA MAKE-UP AIR
MACH MACHINE
MAS MASONRY
MAT or
MATL
MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MBH 1000 BTUH
MC MEDICINE CABINET
MC MISCELLANEOUS
CHANNELS
MECH MECHANICAL
MER MECHANICAL EQUIPMENT
ROOM
MET METAL
MFG MANUFACTURING
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML METAL LATH
MLDG MOULDING
MO MASONRY OPENING
MONO MONOLITHIC
MT METAL THRESHOLD
MTD MOUNTED
N NORTH
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL
CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURERS
ASSOCIATION
NFPA NATIONAL FIRE
PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NO NUMBER
NR NOT REQUIRED
NS NEAR SIDE
NTS NOT TO SCALE
OA OUTSIDE AIR
OB WG OBSCURE WIRE GLASS
OBGL OBSCURE GLASS
OBSC OBSCURE
OC ON CENTER(S)
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OFF OFFICE
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OPS OPERATIONS
OS & Y OUTSIDE SCREW & YOKE
OSF OUTSIDE FACE
OV OVERFLOW VALVE
OX OXYGEN
OZ OUNCE
P PAINT
PA PUBLIC ADDRESS
PBS PUSH BUTTON STATION
PC PIECE
PC POINT OF CURVATURE
PC PRECAST
PCC PORTLAND CEMENT
CONCRETE
PCT PORCELAIN CERAMIC TILE
PD PRESSURE DROP
PE POLYETHYLENE
PEN PENETRATION
PERF PERFORATED
PH PHASE
PHAR PHARMACY
PI POINT OF INTERSECTION
PIV POST INDICATING VALVE
PL or P PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLATF PLATFORM
PLBG PLUMBING
PLG PILING
PLWD PLYWOOD
PNL PANEL
POL POLISH(ED)
PORC PORCELAIN
PPM PARTS PER MILLION
PR PAIR
PREFAB PREFABRICATED
PREFIN PREFINISHED
PRESS PRESSURE
PROJ PROJECT
PRV PRESSURE REGULATING
VALVE
PS PRESSED STEEL
PSFT POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT POINT
PT POINT OF TANGENCY
PTD PAINTED
PTN PARTITION
PVC POLYVINYL-CHLORIDE
PVMT PAVEMENT
PW PASS WINDOW
1/4 RD QUARTER ROUND
QT QUARRY TILE
QT QUART
QTRS QUARTERS
QTY QUANTITY
QTZ QUARTZ
R REGISTER
R RISER
RA RETURN AIR
RAD OR
R
RADIUS
RB RESILIENT BASE
RC REMOTE CONTROL
RCP REINFORCED CONCRETE
PIPE
RD ROOF DRAIN
RE RIGHT END
REC RECEIVER
RECP RECEPTACLE
RECR RECREATION
RECT RECTIFIER
REF REFERENCE
REFR REFRIGERANT
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCEMENT
REM REMOVE(ABLE)
REQD REQUIRED
RESIL RESILIENT
REV REVISIONS
RFG ROOFING
RH RELATIVE HUMIDITY
RL REFRIGERANT LIQUID
RM ROOM
RND ROUND
RO ROUGH OPENING
RPM REVOLUTIONS PER
MINUTE
RT RUBBER TILE
RTU ROOF TOP UNIT
RUB RUBBER
DIAG DIAGONAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISC DISCONNECT
DIST DISTRIBUTION
DL DEAD LOAD
DMPR DAMPER
DN DOWN
DP DAMP PROOFING
DPT DEW POINT
DR DOOR
DRN DRAIN
DS DOWN SPOUT
DV DENTAL VACUUM
DWG DRAWING
DWLS DOWELS
DX DIRECT EXPANSION
E EAST
EA EACH
EA EXHAUST AIR
EDH ELECTRIC DUCT HEATER
EER ENERGY EFFICIENCY
RATIO
EJ EXPANSION JOINT
EL OR
ELEV
ELEVATION - GRADE OR
BUILDING
ELEC ELECTRIC OR ELECTRICAL
ELEV ELEVATOR
ENCL ENCLOSURE
ENT ENTERING
ENT ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EST ESTIMATE
EVAP EVAPORATOR
EW EACH WAY
EWC ELECTRIC WATER
COOLER
EXC EXCAVATE
EXD EXIT DEVICE
EXH EXHAUST
EXIST EXISTING
EXP EXPOSED
EXPL EXPLOSION
EXPN EXPANSION
EXT EXTERIOR
F FAHRENHEIT
F
FIRE
FA FRESH AIR
FCG FACING
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER
BRACKET
FEC FIRE EXTINGUISHER
CABINET
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIG FIGURE
FIN FINISH
FIX FIXTURE
FL or FLR FLOOR
FLASH FLASHING
FLEX FLEXIBLE
FLG FLANGE
FLG FLOORING
FLUOR FLUORESCENT
FP FIRE PROTECTION
FPM FEET PER MINUTE
FPRF FIRE PROOF
FR FRAME
FRG FURRING
FS FAR SIDE
FS FLOOR SINK
FS FULL SIZE
FT FEET (FOOT)
FTG FOOTING
FV FIELD VERIFY
FWC FABRIC WALL COVERING
G GRILLE
G NATURAL GAS
GA GAGE OR GAUGE
GAL GALLON
GALV GALVANIZED
GEN GENERAL
GFE GOVERNMENT FURNISHED
EQUIPMENT
GFE/CI GOVERNMENT FURNISHED
EQUIPMENT/CONTRACTOR
INSTALLED
GFI GROUND FAULT
INTERRUPTER
GI GALVANIZED IRON
GL GLASS
GND GROUND
GOVT GOVERNMENT
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GR GRADE
GRS GALVANIZED RIGID STEEL
CONDUIT
GRTG GRATING
GSU GLAZED STRUCTURAL
UNITS
GWB GYPSUM WALLBOARD
GWT GLAZED WALL TILE
GYP GYPSUM
H or HT HEIGHT (HIGH)
HB HOSE BIBB
HBD HARDBOARD
HC HANDICAPPED
HD HEAD
HDPE HIGH DENSITY
POLYETHYLENE
HDR HEADER
HDW HARDWARE
HIP HIGH PRESSURE
HM HOLLOW METAL
HORIZ HORIZONTAL(LY)
HP HORSE POWER
HPS HIGH PRESURE STEAM
HPT HIGH POINT
HR HOUR
HS HIGH STRENGTH
HSGYP HIGH STRENGTH GYPSUM
PLASTER
HTG HEATING
HTR HEATER
HW HEAD WALL
HW HOT WATER
HWH HOT WATER HEATER
HWR HOT WATER RETURN
(HEATING)
HWS HOT WATER SUPPLY
(HEATING)
HYD HYDRAULIC
I or FE IRON
IC INTERCOM
ID INSIDE DIAMETER
IE INVERT ELEVATION
IES ILLUMINATING
ENGINEERING SOCIETY
IN INCH
INSUL INSULATION
INT INTERIOR
INV INVERT OR INVERTER
IP IRON PIPE
ISF INSIDE FACE
JB JUNCTION BOX
JBOX JUNCTION BOX
JC JANITOR CLOSET
JCT JUNCTION
JST JOIST
JT JOINT
K KEY
KCP KEENE'S CEMENT
PLASTER
KIP or K KILOPOUND (1000 LBS)
KIT KITCHEN
KL KEY LOCK
KP KICK PLATE
KV KILOVOLTS
KVA KILOVOLT AMPERES
KW KILOWATT
LAB LABORATORY
LAU LAUNDRY
LAV LAVATORY
LBR LUMBER
A COMPRESSED AIR
A/C AIR CONDITIONING
AB ANCHOR BOLT
ABS ACRYLONITRILE BUTAD
STYRENE
AC ALTERNATING CURRENT
ACI AMERICAN CONCRETE
INSTITUTE
ACSR ALUMINUM CONDUCTOR
STEEL REINFORCED
ACST ACOUSTIC
AD ACCESS DOOR
AD AREA DRAIN
ADMIN ADMIN ADMINISTRATION
(IVE)
AFF ABOVE FINISH FLOOR
AFFF AQUEOUS FILM FORMING
FOAM
AGG AGGREGATE
AHU AIR HANDLING UNIT
AI AREA INLET
AIC AMPS INTERRUPTING
CAPACITY (SYM RMS)
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
AL ACTIVE LEAF
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
ANSI AMERICAN NATIONAL
STANDARDS INSTITUTE
AP ACCESS PANEL
APD AIR PRESSURE DROP
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECTURAL OR
ARCHITECT
ARI AMERICAN
REFRIGERATION
INSTITUTE
ASB ASBESTOS
ASPH ASPHALT
APC ACOUSTICAL PANEL
CEILING
AUTO AUTOMATIC
AV ACID VENT
AVG AVERAGE
AW ACID WASTE
AWC ACOUSTICAL WALL
COVERING
AWG AMERICAN WIRE GAUGE
L ANGLE
BATT BATT INSULATION
BB BULLETIN BOARD
BBO BOILER BLOW OFF
BC BOOKCASE
BD BOARD
BDY BOUNDARY
BEJ BRICK EXPANSION JOINT
BIT BITUMINOUS
BKR BREAKER
BL BUILDING LINE
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BM BENCH MARK
BO BOTTOM OF
BOT BOTTOM
BRCG BRACING
BRDG BRIDGING
BRG BEARING
BRK BRICK
BRKT BRACKET
BS BOTH SIDES
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
BUR BUILT-UP ROOFING
BW BOTH WAYS
C CENTER
C OR
CND
CONDUIT (ELECTRICAL
SHEETS)
C TO C CENTER TO CENTER
CAP CAPACITY
CB CATCH BASIN (OR CIRCUIT
BREAKER)
CC CENTER TO CENTER
CCT CIRCUIT
CD CONDENSATE DRAIN
CE COVER ELEVATION
CEM CEMENT
CF CUBIC FEET
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CHIM CHIMNEY
CI CAST IRON
CI CURB INLET
CIP CAST IN PLACE
CIR CIRCULAR
CJ CONTROL JOINT
CKT CIRCUIT
CL CENTER LINE
CL WG CLEAR WIRE GLASS
CLG CEILING
CLKG CAULKING
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY
UNIT
CNTR COUNTER
CO CLEAN OUT
CO2 CARBON DIOXIDE
COL COLUMN
COM COMMON
COMB COMBINATION
COMB COMBUSTION
COMP COMPRESSIBLE
COMPR COMPRESSOR
CONC CONCRETE
CONF CONFERENCE
CONN CONNECTION
CONSTR CONSTRUCTION
CONSTR
JT
CONSTRUCTION JOINT
CONT CONTINUOUS
(CONTINUATION)
CONTR CONTRACTOR
COR CORNER
CORR
COVEREDCOV
CORRIDOR
CPL CEMENT PLASTER
CPS CYCLES PER SECOND
(HERTZ)
CPT CARPET
CR CONDENSER WATER
RETURN
CRES CORROSIVE RESISTANT
STEEL
CRG CARRIAGE
CRSE COURSE
CS CONDENSER WATER
SUPPLY
CS COUNTER SINK
CSMT CASEMENT
CT CERAMIC TILE
CT CURRENT TRANSFORMER
CTL CARPET TILE
CU CONDENSING UNIT
CU YD CUBIC YARDS
CUH CABINET UNIT HEATER
CV CEILING VENT
CW COLD WATER
CWR CHILLED WATER RETURN
CWS CHILLED WATER SUPPLY
CYL CYLINDER
D DEPTH (DEEP)
D DIFFUSER
d PENNY (as in nail - 10d)
D&M DRESSED AND MATCHED
DA DOUBLE ACTING
DB DRY BULB
dB DECIBEL
DBL DOUBLE
DC DIRECT CURRENT
DCJ DOWELED CONTROL
JOINT
DCJT DUMMY CONTROL JOINT
DCL DOOR CLOSER
DCW DOMESTIC COLD WATER
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DHW DOMESTIC HOT WATER
DI DEIONIZED WATER
DIA DIAMETER
CLO CLOSET
FR FIRE RATED
U/C UNDER CABINET
NORTH PLAN
NORTH
TRUE
NORTH
CBU CEMENTITIOUS BACKER
UNIT
F FLUSH or FRAME
FG FULL GLASS
G GLASS or GLASS TYPE
HG HALF GLASS
NV NARROW VISION
V VISION
SL SLIDING
BF(2) BIFOLD (DOUBLE)
IG INSULATED GLASS
SS SOLID SURFACE
0 COVER SHEET
ACC01 ARCHITECTURAL CODE COMPLIANCE
G001 SITE LOGISTICS PLAN
A 00 ARCHITECTURAL INFO SHEET
A001 DEMOLITION
A101 FLOOR PLANS & SCHEDULES
A102 FINISH PLAN
A103 REFLECTED CEILING PLANS AND DETAILS
A201 ELEVATIONS & DETAILS
A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL
DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION.
DIMENSIONS AND EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR
SHALL FIELD VERIFY EXISTING CONDITIONS. ITEMS WHICH ARE INTENDED
TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS FULL-TONE
DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES.
ALL OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN
HALF-TONE.
B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR
HERE-IN. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED
RENOVATION AND NEW CONSTRUCTION WITH THE EXISTING BUILDING TO
IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION REQUIRED AND AS LISTED
BELOW.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND
REMOVAL OF ALL EXISTING BUILDING COMPONENTS, MATERIALS,
EQUIPMENT, AND APPURTENANCES AS REQUIRED TO BUILD, ERECT,
INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH THE OWNER
HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.
D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE
CAREFULLY REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND
STORED OR REINSTALLED ON THE SITE AS DIRECTED. REMOVED AND
SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER.
E. WHERE EXISTING FLOOR MATERIALS AND/OR WALLS ARE TO BE REMOVED,
PREP REMAINING FLOOR AND/OR WALL SUBSTRATE AS REQUIRED PER
MANUFACTURERS RECOMMENDATIONS FOR THE NEW FLOOR/WALL FINISH
MATERIAL. REMOVE ALL FINISH FLOORING DOWN TO BASE SUBSTRATE
FLOORING AND PREP TO RECEIVE NEW FINISH.
F. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL
REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY
OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED
HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE
AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND
ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT
THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE
OWNER AND CONTRACTOR.
G. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE,
AND REMOVAL OF ALL CONSTRUCTION BARRIERS.
J. REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED
PROJECT, BUT CONFLICTING WITH NEW FINISHES. THESE
ELEMENTS/FINISHES SHALL INCLUDE, BUT ARE NOT LIMITED TO THE ITEMS
LISTED BELOW:
1. REMOVE EXISTING CEILING SUSPENSION SYSTEMS ANYWHERE NEW
CEILINGS ARE INDICATED PER THE REFLECTED CEILING PLAN AND ROOM
FINISH SCHEDULE
2. REMOVE EXISTING FLOOR FINISHES IN AREAS TO RECEIVE NEW FLOOR
FINISHES PER THE ROOM FINISH SCHEDULE.
3. DOORS AND FRAMES SHALL BE REMOVED AS REQUIRED TO
ACCOMMODATE NEW DOORS AND FRAMES AS SHOWN IN THE DOOR
SCHEDULE.
4. ALL EXISTING WALLS, DOORS, FRAMES, AND WINDOWS SHOWN ON THE
PLAN AS A FULL-TONE DASHED LINE ARE TO BE REMOVED.
K. REMOVE EXISTING FLOOR FINISHES IN AREAS TO RECEIVE NEW FLOOR
FINISHES PER THE ROOM FINISH SCHEDULE.SEE STRUCTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION,
INCLUDING, BUT NOT LIMITED TO, ALL CONCRETE SLAB REMOVAL AND
REPLACEMENT.
L. REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION
REQUIRED TO ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED
EQUIPMENT.
A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER
AND LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY
ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE
ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM
THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO
ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.
B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF
DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR
SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW ENTIRE
SET OF DOCUMENTS.
C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE
RESPONSIBLE FOR SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD
CONDITIONS AT NO ADDITIONAL EXPENSE TO OWNER. COORDINATE THE
WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED.
D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO
REMAIN. FULL-TONE LINES INDICATE NEW OR RELOCATED CONSTRUCTION.
E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY AND CONCRETE,
CENTER LINE OF COLUMN OR BEAMS, OR FACE OF STUDS, UNLESS NOTED
OTHERWISE.
F. INTERIOR DOORS WITH THE HINGE-SIDE SHOWN CLOSE TO CORNERS SHALL
BE LOCATED 4 INCHES FROM ADJACENT WALL UNLESS NOTED OTHERWISE
G. CHANGES IN FLOOR MATERIALS SHALL OCCUR UNDER DOORS.
K. ALL ANGLES ON THE FLOOR PLANS ARE 45 OR 90 DEGREES UNLESS
OTHERWISE INDICATED.
L. PROVIDE BLOCKING IN WALLS AND FURRING SPACES AS REQUIRED FOR
MOUNTING OF ALL WALL SUPPORTED ITEMS. WHETHER OR NOT DETAILED
ON THE DRAWINGS, THE DRYWALL CONTRACTOR SHALL COORDINATE AND
INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING
BRACKETS AS REQUIRED FOR THE INSTALLATION OF CASEWORK AND WALL
MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS
EQUIPMENT. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, DOOR WALL
STOPS, FIRE EXTINGUISHER CABINETS, BASE AND WALL CABINETS,
COUNTERTOPS, CONTROL PANELS, SIGNAGE, ETC.
P. INTERIOR CONTROL JOINTS ON GYPSUM BOARD SURFACES SHALL BE 24'-0"
ON CENTER MAX AND AS INDICATED WITH-IN. PROVIDE CONTROL JOINT AT
EACH SIDE OF DOOR FRAME ON BOTH SIDES, TYPICAL. CONTROL JOINTS
SHALL BE UTILIZED ACCORDING TO THE WALL RATING.
Q. WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE
DOUBLE HEAD TRACK TO ALLOW SLIPPAGE TO COMPENSATE FOR
DEFLECTION OF THE STRUCTURE ABOVE. SEE DETAILS ON A201.
R. ALL METAL STUD PARTITIONS WHICH DO NOT EXTEND TO STRUCTURE
ABOVE SHALL BE BRACED AT 8'-0" ON CENTER MAX UNLESS NOTED OR
DETAILED OTHERWISE.
S. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED,
CUT, CORED, OR ALTERED IN ANY WAY TO ACCOMMODATE NEW
CONSTRUCTION OR TO RECEIVE NEW FINISHES. PREP ALL EXISTING
FLOORS TO RECEIVE NEW FINISHES PER ROOM FINISH SCHEDULE.
T. PATCH ALL CONCRETE SLAB LOCATIONS DEMOLISHED TO INSTALL NEW
MECHANICAL WORK.
U. ALL WALLS TO EXTEND TO FLOOR ASSEMBLY ABOVE UNLESS NOTED
OTHERWISE.
05 40 00.A1 COLD FORMED METAL FRAMING STUDS & TRACKS,
3-5/8", 16" O.C.
05 40 00.A2 COLD FORMED METAL FRAMING BOX HEADER
05 40 00.A3 COLD FORMED METAL FRAMING DEFLECTION
TRACK, LEGS W/ 2" VERTICAL SLOTS, INSTALL
SCREWS @ CENTER OF SLOTS
05 40 00.A4 COLD FORMED METAL FRAMING STUDS & TRACKS,
6", 16" O.C., EXTEND FROM FLOOR TO 6" ABOVE
CEILING
05 40 00.B1 LIGHT-GAUGE RESILIENT CHANNELS, 1/2", 24" O.C.
PERPENDICULAR TO CFMF STUDS
05 40 00.C1 SEALER GASKETING, CONT., MATCH WIDTH OF
TRACK
06 10 00.A1 3-1/2" WOOD BLOCKING, INSIDE METAL STUD
07 21 16.A1 FIBERGLASS SOUND ATTENUATION BLANKET
07 84 00.A1 FIRESTOP SEALANT & CLOSED-CELL ; DEPTH TO BE
1/2 OF WIDTH
07 92 00.A1 INTERIOR LATEX SEALANT, PAINTABLE
08 11 13.A1 HOLLOW METAL DOOR FRAME; FULLY ENGAGE WALL
FRAMING IN THROAT
08 11 13.B1 HOLLOW METAL DOOR PANEL
08 51 23 STEEL WINDOWS
09 29 00.A1 GYPSUM BOARD, ABUSE-RESISTANT, 5/8" TYPE X
10 28 13.A1 ROBE HOOK, 4'-0" AFF
D1 REMOVE LIGHT FIXTURE, TYP.
D2 EXISTING FLOORING TO REMAIN
D3 REMOVE FLOORING & ASSOCIATED MASTICS & ADHESIVES
D4 REMOVE GYPSUM BOARD
D5 REMOVE GYPSUM BOARD & INSULATION
D6 REMOVE WALLS, TYP.
D7 REMOVE DOORS, TYP.
D8 EXISTING DOOR TO REMAIN
D3
D3
D3
D3
D3
D3 D3
D3 D3
D3D3
D3
D2D2
D2
D4
D4
D4
D4
D6
D7
D8
D5
D6 D6
D5 D5
D5
D1D1 D1 D1 D1 D1 D1 D1 D1
D1
DEMOLISH CEILING SYSTEMS, ELECTRICAL COMPONENTS AND FIXTURES, MECHANICAL HVAC EQUIPMENT
AND FULLY EXPOSE FLOOR SYSTEM ABOVE AND CEILING PLENUM
DEMOLISH CEILING SYSTEMS, ELECTRICAL COMPONENTS AND FIXTURES, MECHANICAL HVAC EQUIPMENT
AND FULLY EXPOSE FLOOR SYSTEM ABOVE AND CEILING PLENUM
DEMOLISH CEILING SYSTEMS AND FULLY EXPOSE FLOOR SYSTEM ABOVE AND CEILING PLENUM
D4
D4
D4 D5 D5 D4 D4
D4
D4
D5D5D5D5 D5
D5 D5
D5
D8
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
U s e r s
\s s h a n n o n \D o c u m e n ts \0
-A
R C
H R s s h a n n o n s c h e m m e r.
c o m .r v t
/1
/2
:4 :0
P
M
A001
DEMOLITION
08222.002
SLLSLLSLLSLL
SWSSWSSWSSWS
SWSSWSSWSSWS
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 2- A001DEMOLITION
REF. DEMO NOTES ( ):DX
D1 REMOVE LIGHT FIXTURE, TYP.
D2 EXISTING FLOORING TO REMAIN
D3 REMOVE FLOORING & ASSOCIATED MASTICS & ADHESIVES
D4 REMOVE GYPSUM BOARD
D5 REMOVE GYPSUM BOARD & INSULATION
D6 REMOVE WALLS, TYP.
D7 REMOVE DOORS, TYP.
D8 EXISTING DOOR TO REMAIN
SCALE: 1/4" = 1'-0"
FIRST FLOOR - DEMOLITION
SCALE: 1/4" = 1'-0"
FIRST FLOOR - DEMOLITION REFLECTED CEILING
GENERAL DEMOLITION NOTES
1. FLOOR FINISHES IN ALL DEMOLISHED SPACES SHALL BE REMOVED.
2. SEE PLUMBING DRAWINGS FOR ALL APPLICABLE DEMOLITION LOCATIONS OF THE SLAB-ON-GRADE CONCRETE SLAB STEMMING FROM PLUMBING DEMOLITION AND NEW
CONSTRUCTION.
3. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SERVICES THAT PASS THROUGH THESE DEMOLISHED SPACES SHALL BE MAINTAINED AND PROTECTED.
4. NOISE AND DUST CONTROL MUST BE MAINTAINED WHERE DETERMINED BY THE DIRECTION OF THE OWNER'S PROJECT MANAGER/ENGINEER.
-1
-2
0-
A E
D
S E
E S
C H
E D
U L E
SEE SCHEDULE
S E
E S
C H
E D
U L E
SEE SCHEDULE
6" 6"
HM : F HM : HG
1'-0"
U N
E V
E N
U
E
L E
A F
W H
E N
A P
P L
IC
A B
L E
HM : F1
2"
SEE SCHEDULE
2"
S E
E S
C H
E D
U L E
48" MAX TO TOP OF
OPERABLE PARTS
AED FEC
D D
C C
A201
A201
A201
LABORATORY
TISSUE
CULTURE
FREEZER
WATER
SERVICE
156B
08 51 23 08 51 2308 51 23 08 51 23 08 51 23
A
A
A
B
A
B
B
B
B C D
C D
A
A
A
B
A
B
B
B
B
B
09 29 00.A1
09 29 00.A1
09 29 00.A1
09 29 00.A1
07 21 16.A1
07 21 16.A1
07 21 16.A1
07 21 16.A1
07 21 16.A1
07 21 16.A1
07 21 16.A1
09 29 00.A1
09 29 00.A1
09 29 00.A1
09 29 00.A1
EXIST TO REMAIN
5'-1 1/2" 12'-8 1/2" 8'-3 3/4" 5'-6 3/8" 3'-11 7/8" 9'-2 5/8" 5'-6 3/8" 3'-1" 4'-7 1/2"
EXIST TO REMAIN
3'-0"
3'-0" 1 3/8"
CENTER
WINDOW ON
WORKSPACE
3'-3" 6'-6" 6" 6'-6" 6"7" 5'-11" 6" 6'-6" 6" 4'-5" 2'-1"
7'-2"
/4
5'-6 1/4"
W/ WINDOW
ADJUST
11 3/8"
E Q
E Q
2'-5 1/8"
/4
1'-6 1/4"
1'-6 1/4"
6'-8"
3'-7 1/2"3'-8 1/8"
ALIGN ALIGN
ALIGN WALLS W/ FUME HOOD
ALIGN ALIGN
08 51 23
D D D DD DDD DD D
10 28 13.A1
10 28 13.A1
10 28 13.A1
10 28 13.A1
10 28 13.A1
10 28 13.A1
C
C
05 40 00.A1
05 40 00.B1
05 40 00.A1
05 40 00.A4
/8
/8
/2
/4
/8
/8
/8
"3
/8 "5
/8
/8
/8
/2
/8
/2
/8
/8
EXISTING EXTERIOR WALL
(WHEN APPLICABLE)
EXISTING WALL
09 29 00.A1
09 29 00.A1
09 29 00.A1
09 29 00.A1
09 29 00.A1
05 40 00.B1 07 21 16.A1
A
B
C
D
UL DESIGN NO.
U419 (1-HOUR)
GAP
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
U s e r s
\s s h a n n o n \D o c u m e n ts \0
-A
R C
H R s s h a n n o n s c h e m m e r.
c o m .r v t
/1
/2
:4 :0
P
M
A101
FLOOR PLANS & SCHEDULES
08222.002
SLLSLLSLLSLL
SWSSWSSWSSWS
SWSSWSSWSSWS
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 2- A101FLOOR PLANS & SCHEDULES
05 40 00.A1 COLD FORMED METAL FRAMING STUDS & TRACKS, 3-5/8", 16" O.C.
05 40 00.A4 COLD FORMED METAL FRAMING STUDS & TRACKS, 6", 16" O.C., EXTEND FROM FLOOR TO 6" ABOVE CEILING
05 40 00.B1 LIGHT-GAUGE RESILIENT CHANNELS, 1/2", 24" O.C. PERPENDICULAR TO CFMF STUDS
07 21 16.A1 FIBERGLASS SOUND ATTENUATION BLANKET
08 51 23 STEEL WINDOWS
09 29 00.A1 GYPSUM BOARD, ABUSE-RESISTANT, 5/8" TYPE X
10 28 13.A1 ROBE HOOK, 4'-0" AFF
KEYNOTES:
DOOR SCHEDULE
DOOR NO.
DOOR SIZE DOOR FRAME DETAIL
SET NO LABEL REMARKSWIDTH HEIGHT MATL & TYPE FINISH GLASS MATL & TYPE FINISH HEAD JAMB JAMB
150 -1 UE 4' - 0" 7' - 0" HM : HG P-2 G-2 HM : F1 P-2 6/A201 4/A201 4/A201 20-MIN
150 -2 UE 4' - 0" 7' - 0" HM : HG P-2 G-2 HM : F1 P-2 6/A201 4/A201 4/A201 20-MIN
152 3' - 6" 7' - 0" HM : HG P-2 G-1 HM : F1 P-2 5/A201 3/A201 3/A201
154 -1 3' - 6" 7' - 0" HM : HG P-2 G-2 HM : F1 P-2 6/A201 4/A201 4/A201 20-MIN
154 -2 3' - 6" 7' - 0" HM : HG P-2 G-1 HM : F1 P-2 5/A201 3/A201 3/A201
156B 3' - 0" 7' - 0" HM : F - - - - HM : F1 - - EXISTING DOOR & FRAME TO REMAIN
SCALE: 1/4" = 1'-0"
A3 - DOOR PANEL TYPES (HM)
SCALE: 1/4" = 1'-0"
A3 - DOOR FRAME TYPES (HM)
GLASS TYPES
G-1 1/4" CLEAR, TEMPERED FLOAT GLASS
G-2 1/4" CLEAR, 20-MIN FIRE-RATED, TEMPERED GLASS
G-3 1/4" CLEAR, 45-MIN FIRE-RATED, TEMPERED GLASS (HOSE STREAM)
SCALE: 1/4" = 1'-0"
LIFE SAFETY
SCALE: 1/4" = 1'-0"
FLOOR PLAN - LABORATORY
SCALE: 1 1/2" = 1'-0"
WALL TYPES
-1
-2
0-
A E
D
CORRIDOR
REPAIR & REESTABLISH EPOXY FLOOR WALL COVE BASE ON NEW WALLS, INTEGRATED WITH EXISTING EPOXY FLOOR
VB1 VB1
FLOOR FINISH KEY
51951 ARMOR GRAY
SDT1
51956 FOSSIL GRAY
SDT2
51958 OCEAN AIR
SDT3
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
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DS
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FINISH PLAN
08222.002
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AuthorAuthorAuthorAuthor
DesignerDesignerDesignerDesigner
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 2- A102FINISH PLAN
FINISH KEY
KEY PRODUCT MANUFACTURER PATTERN / COLOR
1 FLOORING
SDT1 STATIC-DISIPPATIVE TILE ARMSTRONG 51951 ARMOR GRAY
SDT2 STATIC-DISIPPATIVE TILE ARMSTRONG 51956 FOSSIL GRAY
SDT3 STATIC-DISIPPATIVE TILE ARMSTRONG 51958 OCEAN AIR
VB1 VINYL BASE ARMSTRONG (FROM SDT PRODUCT LINE) 4", TBD
VB2 VINYL BASE JOHNSONITE 4", TBD
2 WALL COVERINGS
P-1 PAINT MANUFACTURER PATTERN / COLOR
P-2 PAINT MANUFACTURER PATTERN / COLOR
P-3 PAINT MANUFACTURER PATTERN / COLOR
P-4 PAINT MANUFACTURER PATTERN / COLOR
4 CEILING FINISHES
ACT1 ACOUSTICAL CEILING TILE ARMSTRONG 2x2 OPTIMA PB HEALTH ZONE W/ SUPRAFINE 9/16" GRID
ROOM SCHEDULE
ROOM NO ROOM NAME
FLOOR
MATL
BASE
MATL
CEILING NORTH WALL EAST WALL SOUTH WALL WEST WALL
REMARKSHEIGHT MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL FINISH
100 CORRIDOR EXIST VB2 (SOUTH) 7'-6" ACT1 EXIST EXIST EXIST EXIST GB P-3 EXIST EXIST
150 LABORATORY SDT1 / SDT2 / SDT3 VB1 8'-2" ACT1 GB P-1 GB P-1 GB P-4 GB P-1
152 TISSUE CULTURE SDT1 VB1 8'-2" ACT1 GB P-1 GB P-1 GB P-4 GB P-1
154 FREEZER SDT1 VB1 8'-2" ACT1 GB P-1 GB P-1 GB P-4 GB P-1
156B WATER SERVICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST
PC PC
OS OS OS OS OS OS OS
OS
OS
OS
OS
OS
PC
S S S S
S
F F F
F
F
F S S S
S
S
LIGHT FIXTURES
(SEE ELECTRICAL)
CONTROL JOINT (CJ)
GRILLES AND DIFFUSERS
(SEE MECHANICAL)
GYPSUM BOARD CEILING
LEGEND:
FOR CEILING HEIGHTS, SEE ROOM FINISH SCHEDULE
NEW 2x2 LAY-IN CEILING
GRID AND PADS
FIRE ALARM STROBE, SEE ELEC
FIRE ALARM SPEAKER, SEE ELEC
FIRE ALARM SPEAKER STROBE,
SEE ELEC
OCCUPANCY SENSOR, SEE ELEC
EXIT SIGN, SEE ELEC
FIRE ALARM HORN, SEE ELEC
FIRE ALARM HORN STROBE,
SEE ELEC
SMOKE DETECTOR, SEE ELEC
SPEAKER, SEE ELEC
F
F S
F S
OS
F
F
S
S
PHOTOCELLS, SEE ELECPC
D
C
9 10 11 12876
A.F.F.
ACT
8' - 2"
A.F.F.
ACT
8' - 2"
A.F.F.
ACT
8' - 2"
A.F.F.
GYP BD
8' - 0"
A.F.F.
GYP BD
8' - 0"
A.F.F.
ACT
7' - 6"
A.F.F.
ACT
7' - 6"
A.F.F.
ACT
7' - 6"
A.F.F.
ACT
7' - 6"
A.F.F.
ACT
8' - 2"
A.F.F.
ACT
8' - 2"
SERVICE
CHASE
SERVICE
CHASE
SERVICE
CHASE
SERVICE
CHASE
SERVICE
PANEL
SERVICE
PANEL
EXISTING CEILING
TO REMAIN
NEW CEILING
107' - 1 3/4"
107' - 1 3/4" 107' - 1 3/4"
107' - 3 3/4"
107' - 3 3/4" 107' - 3 3/4"
A201
A201
A201
A201
A201
A201
A201
A201
NO GRIDS @ FUME HOOD
SERVICE OPENING
NO GRIDS @ FUME HOOD
SERVICE OPENING
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
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REFLECTED CEILING PLANS AND DETAILS
08222.002
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SWSSWSSWSSWS
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 2- A103REFLECTED CEILING PLANS AND DETAILS
SCALE: 1/4" = 1'-0"
FIRST FLOOR - REFLECTED CEILING
A201
A201
A201
A201
A201
A201
A201
A201
A201
A201
6'-6"6"6'-6"7'-6"6'-6"6"6'-6"
08 51 23 08 51 23 08 51 23 08 51 23 08 51 23
150-1 150-2 154-1
G-3 G-3 G-3 G-3 G-3
3'-0"
2" 2"
2" 2"
08 51 23
G-3
CJ CJCJ
CJ
CJ
CJ
CJ CJ CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJCJ
CJ CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
FIRST FLOOR
100' - 0"
SECOND FLOOR
112' - 0"
DC
A201
A201
FECAED
107' - 6"
108' - 2"
LABORATORY
A
D
111' - 4"
4" 1" 1"
08 11 13.A1
06 10 00.A1
07 92 00.A1
07 92 00.A1 08 11 13.B1
05 40 00.A1
CORRIDOR/
EXISTING SPACE
SIDE
4" 1" 1"
08 11 13.A1
06 10 00.A1
07 92 00.A1
07 92 00.A1 08 11 13.B1
05 40 00.A1
CORRIDOR/
EXISTING SPACE
SIDE
" 08 11 13.A1
05 40 00.A1
06 10 00.A1
05 40 00.A2
07 92 00.A107 92 00.A1
08 11 13.B1
" 08 11 13.A1
05 40 00.A1
06 10 00.A1
05 40 00.A2
07 92 00.A1
/8
07 92 00.A1
08 11 13.B1
/4
/4
05 40 00.C1
05 40 00.A1
EXISTING CONCRETE
FLOOR ASSEMBLY
05 40 00.A3
/8
/8
07 84 00.A107 84 00.A1
05 40 00.C1
05 40 00.A1
EXISTING CONCRETE
FLOOR ASSEMBLY
RESILIENT CHANNELS
ENTIRELY BELOW
DEFLECTION TRACK
05 40 00.A3
CORRIDOR/
EXISTING SPACE
SIDE
/8
/8
07 84 00.A107 84 00.A1
EXISTING CONCRETE
FLOOR ASSEMBLY
CORRIDOR/
EXISTING SPACE
SIDE EXISTING
COMPONENTS
TO REMAIN
IN GREY
09 29 00.A1
05 40 00.B1
CUT EXISTING
GYP BOARD
TO ACCOMMODATE
NEW SEALANT
07 21 16.A1
05 40 00.C1
EXISTING CONCRETE
SLAB ON GRADE
CORRIDOR/
EXISTING SPACE
SIDE
EXISTING
FLOOR FINISH
TO REMAIN
REPAIR & REESTABLISH
EPOXY FLOOR WALL COVE
BASE ON NEW WALLS,
INTEGRATED WITH
EXISTING EPOXY FLOOR
EXISTING CONCRETE
SLAB ON GRADE
EXISTING
FLOOR FINISH
TO REMAIN
09 29 00.A1
05 40 00.A3
07 21 16.A1
CORRIDOR/
EXISTING SPACE
SIDE
REPAIR & REESTABLISH
EPOXY FLOOR WALL COVE
BASE ON NEW WALLS,
INTEGRATED WITH
EXISTING EPOXY FLOOR
WINDOW SYSTEM
& SHIMS; SEE LAB
DWGS
CEILING SYSTEM W/
EDGE ANGLES @
WINDOW SYSTEM ONLY
3-5/8" COLD-FORMED
METAL FRAMING
TO DECK ABOVE
3-5/8" COLD-FORMED
METAL FRAMING
45 DEGREE KICKERS
24" O.C. TO DECK ABOVE
3-5/8" COLD-FORMED
METAL FRAMING
TO DECK ABOVE
3-5/8" COLD-FORMED
METAL FRAMING
45 DEGREE KICKERS
DIRECTED AWAY FROM
THE FUME HOODS;
24" O.C. TO DECK ABOVE
N E
W C
E
IL
IN
G
T O
E X
IS
T
IN
G
S T
R U
C T
U R
E A
B O
V E
CEILING SYSTEM W/
EDGE ANGLES @
BULKHEAD
FUME HOOD; SEE LAB DRAWINGS
EXISTING RATED
CONCRETE
STRUCTURE
ABOVE
CEILING @ 8'-2" AFF
BULKHEADS; SEE RCP
T.O. FUME HOOD
x
OPENING IN FRAMING
TO BE CLEAR FOR
FUME HOOD SERVICING;
CENTERED ON FUME HOOD
F U
L L E
X T
E N
T O
F S
A S
H T
R A
V E
L
FUME HOOD DUCTWORK
TO BE ROUTED OUT THE
SIDE DIRECTIONS TO
AVOID FRAMING
SHOWN HERE
GYPSUM BOARD
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETEL BAETEL BAETEL BAETE
D ALLARDD ALLARDD ALLARDD ALLARD
USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM
TJSTJSTJSTJS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
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ELEVATIONS & DETAILS
08222.002
SLLSLLSLLSLL
SWSSWSSWSSWS
SWSSWSSWSSWS
10/18/202110/18/202110/18/202110/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
Project Number w/out "." for PDF numbering- 2- A201ELEVATIONS & DETAILS
SCALE: 1/4" = 1'-0"
INTERIOR ELEVATION - CORRIDOR
SCALE: 1/4" = 1'-0"
BUILDING SECTION - NORTH/SOUTH
SCALE: 3" = 1'-0"
PLAN DETAIL - DOOR JAMB
SCALE: 3" = 1'-0"
PLAN DETAIL - DOOR JAMB @ CORRIDOR WALL
SCALE: 3" = 1'-0"
SECTION DETAIL - DOOR HEAD
SCALE: 3" = 1'-0"
SECTION DETAIL - DOOR HEAD @ CORRIDOR WALL
SCALE: 3" = 1'-0"
SECTION DETAIL - TYP. WALL @ FLOOR ABOVE
SCALE: 3" = 1'-0"
SECTION DETAIL - CORRIDOR WALL @ FLOOR ABOVE
05 40 00.A1 COLD FORMED METAL FRAMING STUDS & TRACKS, 3-5/8", 16" O.C.
05 40 00.A2 COLD FORMED METAL FRAMING BOX HEADER
05 40 00.A3 COLD FORMED METAL FRAMING DEFLECTION TRACK, LEGS W/ 2" VERTICAL SLOTS, INSTALL SCREWS @ CENTER OF SLOTS
05 40 00.B1 LIGHT-GAUGE RESILIENT CHANNELS, 1/2", 24" O.C. PERPENDICULAR TO CFMF STUDS
05 40 00.C1 SEALER GASKETING, CONT., MATCH WIDTH OF TRACK
06 10 00.A1 3-1/2" WOOD BLOCKING, INSIDE METAL STUD
07 21 16.A1 FIBERGLASS SOUND ATTENUATION BLANKET
07 84 00.A1 FIRESTOP SEALANT & CLOSED-CELL ; DEPTH TO BE 1/2 OF WIDTH
07 92 00.A1 INTERIOR LATEX SEALANT, PAINTABLE
08 11 13.A1 HOLLOW METAL DOOR FRAME; FULLY ENGAGE WALL FRAMING IN THROAT
08 11 13.B1 HOLLOW METAL DOOR PANEL
08 51 23 STEEL WINDOWS
09 29 00.A1 GYPSUM BOARD, ABUSE-RESISTANT, 5/8" TYPE X
KEYNOTES:
SCALE: 3" = 1'-0"
SECTION DETAIL - EXISTING CORRIDOR WALL @ FLOOR ABOVE
SCALE: 3" = 1'-0"
SECTION DETAIL - CORRIDOR WALL @ BASE
SCALE: 3" = 1'-0"
SECTION DETAIL - EXISTING CORRIDOR WALL @ BASE
SCALE: 3" = 1'-0"
SECTION DETAIL - CEILING KICKERS
SCALE: 3" = 1'-0"
SECTION DETAIL - CEILINGS @ FUME HOODS
A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE
OWNER AND LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE
ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM
THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO
ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.
B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF
DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR
SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW
ENTIRE SET OF DOCUMENTS.
C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE
RESPONSIBLE FOR SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD
CONDITIONS AT NO ADDITIONAL EXPENSE TO OWNER. COORDINATE THE
WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED.
D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO
REMAIN. FULL-TONE LINES INDICATED NEW OR RELOCATED
CONSTRUCTION.
E. CONTRACTOR SHALL COORDINATE THE ROUTING OF ALL DUCTWORK WITH
STRUCTURE, CEILING, LIGHTING, AND PIPING.
F. MAINTAIN MANUFACTURER'S REQUIRED CLEARANCE AROUND ALL
EQUIPMENT TO ALLOW FOR MAINTENANCE ACCESS.
G. ALL PIPING IN CONCEALED LOCATIONS SHALL BE ROUTED AT RIGHT
ANGLES AND PARALLEL TO BUILDING WALLS UNLESS OTHERWISE
INDICATED.
H. DO NOT ROUTE DUCTWORK OR PIPING ABOVE ELECTRICAL PANELS.
MAINTAIN ALL CODE REQUIRED CLEARANCES.
I. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL
REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY
OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED
HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE
AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND
ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT
THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE
OWNER AND CONTRACTOR.
J. ALL RUNOUTS TO AIR TERMINALS SHALL MATCH INLET SIZE UNLESS
OTHERWISE NOTED.
K. ANY UTILITY OR SYSTEM DISRUPTIONS OR OUTAGES DURING
CONSTRUCTION SHALL BE COORDINATED WITH THE OWNER AND GENERAL
CONTRACTOR.
A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL
DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION.
DIMENSIONS AND EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR
SHALL FIELD VERIFY EXISTING CONDITIONS. ITEMS WHICH ARE INTENDED
TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS SOLID, FULL-
TONE LINES. ALL OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND
ARE SHOWN AS HALF-TONE.
B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS LISTED
BELOW OR HERE-IN. THE CONTRACTOR SHALL COORDINATE ALL
REQUIRED RENOVATION AND NEW CONSTRUCTION WITH THE EXISTING
BUILDING TO IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION REQUIRED
AND AS LISTED BELOW.
C. THE REMOVAL OF FIRE PROTECTION, HVAC, AND PLUMBING EQUIPMENT
FROM FINISHED AREAS AND THROUGH WEATHER BARRIERS SHALL BE
COORDINATED WITH ARCHITECTURAL PLANS AND DETAILS AS WELL AS
NOTES ON THE MECHANICAL DRAWING TO ENSURE PROPER PATCHING
AND REPAIR IS MADE TO THE BUILDING.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND
REMOVAL OF ALL EXISTING COMPONENTS, MATERIALS, EQUIPMENT, AND
APPURTENANCES TO BUILD, ERECT, INSTALL, OR ACCOMMODATE ALL NEW
CONSTRUCTION WITH THE OWNER HAVING FIRST RIGHT OF REFUSAL ON
ALL ITEMS.
E. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE
CAREFULLY REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND
STORED OR REINSTALLED ON THE SITE AS DIRECTED. REMOVED OR
SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER.
F. COORDINATE THE DISCONNECTION OF ELECTRICAL MOTORS AND
CONTROLS WITH ELECTRICAL CONTRACTOR PRIOR TO MECHANICAL
REMOVALS.
G. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL
REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY
OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED
HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE
AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND
ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT
THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE
OWNER AND ARCHITECT.
H. ANY UTILITY OR SYSTEMS DISRUPTION OR OUTAGES DURING DEMOLITION
SHALL BE COORDINATED WITH THE OWNER AND GENERAL CONTRACTOR.
PROJECT NO.:
NO. DATE BY DESCRIPTION
REVISIONS
L BAETE
D ALLARD
USDAA-E FIRM
TJS
M McWILLIAMS
M McWILLIAMS
USDA
REAL PROPERTY
SAFETY & HEALTH
AREA ENGINEER
DRAWN BY
CHECKED BY
DESIGNER
PROJECT MANAGER
EPM
PROJECT NO.
DATE
SHEET
Service Research Agricultural
FACILITIES ENGINEERING SECTION
PLAINS AREA
2150 CENTRE AVE., BLDG D, SUITE 330
FT. COLLINS, CO 89526-8119
U S D A
CA
D
DH
DS
G
PM
C
U s e r s
\m b e c k m a n n \D o c u m e n ts \R e v it te m p
\0 -M
E C
H R m b e c k m a n n s c h e m m e r.
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M
M 00
MECHANICAL INFO SHEET
08222.002
ARP
MLB
JEK
10/18/2021
GRAND FORKS HNRC LABS 150/152/154/156 RENOVATION
USDA ARS
2420 2ND AVENUE NORTH
GRAND FORKS, ND 58203
100%
CONSTRUCTION
DOCUMENTS
08222002- 5- M 00 MECHANICAL INFO SHEET
NORTH
ARROW
SYMBOL LEGEND ABBREVIATIONS
MATCHLINE
AREA A
AREA B
EXISTING
COLUMN
NEW
COLUMN
X
X
X
XXXX
SIM/OPP
X
XXXX
XX-1
X
X
SECTION/
DETAIL
PLAN
DETAIL
REFERENCE
NOTE
REFERENCE
DEMOLITION
NOTE
EQUIPMENT
NUMBER
ROOM NAME
ROOM / SPACE
NUMBER
LETTER/NUMBER
INDICATES NEW
COLUMN LINE
LETTER/NUMBER
INDICATES EXISTING
COLUMN LINE
SECTION/DETAIL NUMBER
SHEET NUMBER
INDICATES DIRECTION OF VIEW
DETAIL NUMBER
SHEET NUMBER
REFERENCE
DESIGNATION
DEMOLITION
DESIGNATION
EQUIPMENT
NUMBER
ROOM NAME DESIGNATION
ROOM NUMBER DESIGNATION
REFERENCE LEGEND
NAME
ELEVATION
LEVEL
TITLE
MARKER
VIEW NAME
SCALE: 1/8" = 1'-0"
DRAWING/DETAIL NUMBER
LEVEL CALLOUT
DESIGNATION
ELEVATION
DESIGNATION
GRAPHIC AREA FOR
DRAWING
TITLE
SCALE OF THE DRAWING
VOLUME DAMPER
DEMO TO EXISTING CONNECTION
SPRINKLER DRAIN
FIRE SUPPRESSION PIPING
ISOLATION VALVE
TAMPER SWITCH
MANUAL BALANCING VALVE
FLOW SWITCH
FIRE DEPARTMENT CONNECTION
CONTROL VALVE (3 WAY)
CONTROL VALVE (2 WAY)
HOSE END DRAIN VALVE
PRESSURE REDUCING VALVE
AUTO FLOW CONTROL VALVE
CHECK VALVE
HVAC DUCTWORK AND SPECIALTIES
(CONT.)
MISCELLANEOUS SYMBOLS
RETURN DUCT DOWN
AIR TERMINAL (VERTICAL MOUNTING)
ROUND DUCT UP / DOUBLE LINE PIPE
ROUND DUCT DOWN / DOUBLE
LINE PIPE
RETURN DUCT UP
TURNING VANES
SUPPLY AND FRESH AIR DUCT DOWN
SUPPLY AND FRESH AIR DUCT UP
SIZE/TYPE
SIZE/TYPE
FLOW
FLOW
SIZE/TYPE
FLOW
SMOKE DAMPER
FIRE DAMPER-HORIZ FIRE SEPARATION
MOTORIZED DAMPER-OPPOSED BLADE
MOTORIZED DAMPER-PARALLEL BLADE
ROUND AIR TERMINAL
(HORIZONTAL MOUNTING)
GRAVITY DAMPER
(OR) SAFETY VALVE-STEAM
TEMP & PRESS RELIEF
FLOOR SINK
FLOOR DRAIN
GRADE CLEANOUT
PLUMBING VENT THRU ROOF
CLEANOUT / WALL CLEANOUT
THERMOSTATIC MIXING VALVE
M
M
MANHOLE
TRENCH DRAIN
OVERFLOW ROOF DRAIN
OXYGEN OUTLET
PIPE CAP
ELBOW UP
AIR OUTLET
TEE
ELBOW DOWN
VACUUM OUTLET
ROOF DRAIN
SIZE/TYPE
FLOW
HUMIDISTAT
THERMOSTAT
FLEXIBLE DUCT
S
H
T
TEMPERATURE SENSORUNION
TEE DOWN
STRAINER
EXPANSION JOINT
FLEXIBLE PIPE CONNECTION
AIR VENT
TEE UP
FIRE/SMOKE DAMPER
RECTANGULAR RETURN AIR TERMINAL
(HORIZONTAL MOUNTING)
RECTANGULAR SUPPLY AIR TERMINAL
(HORIZONTAL MOUNTING)
SOLENOID VALVE
F
D
TS
VALVES
FS
M
M
S
LPR
HPS
MPR
MPS
LPS
HVAC PIPING
GHWR
GHWS
HWR
HWS
PC
HPR
ES
BBD BOILER BLOW DOWN
EXHAUST STEAM
PUMPED CONDENSATE
HIGH PRESSURE RETURN
HIGH PRESSURE STEAM
MEDIUM PRESSURE RETURN
MEDIUM PRESSURE STEAM
LOW PRESSURE RETURN
LOW PRESSURE STEAM
GLYCOL HOT WATER RETURN
GLYCOL HOT WATER SUPPLY
HOT WATER RETURN
HOT WATER SUPPLY
FS-_
FD-_
CO
VTR
GCO
ORD-_
MH
X
A
V
RD-_
PIPING SPECIALTIES AND FITTINGS
WCO
FIRE PROTECTION
XXX-1
PLUMBING
FIXTURES PLUMBING FIXTURE
DESIGNATION
X"PIPE
SIZE
PIPE SIZE (DIAMETER)
X"xX"
DUCT
SIZE
WIDTH x HEIGHT
SIZE/TYPE
FLOW
RECTANGULAR EXHAUST AIR TERMINAL
(HORIZONTAL MOUNTING)
REF. DEMO NOTES ( )GENERAL NOTES XXGENERAL DEMOLITION NOTES
CWS
GCWS
CWR
CR
CS
RL
RDL
RS
GCWR GLYCOL CHILLED WATER RETURN
GLYCOL CHILLED WATER SUPPLY
REFRIGERANT LIQUID LINE
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
REFRIGERANT DISCHARGE
REFRIGERANT SUCTION LINE
HCWS
HCWR
HOT/CHILLED WATER SUPPLY
HOT/CHILLED WATER RETURN
REF. NOTES ( )
DOMESTIC HOT WATER
RECIRCULATING (DHWR)
DOMESTIC COLD WATER (DCW)
DOMESTIC HOT WATER (DHW)
ST/OST
PLUMBING PIPING
ACID VENT
TW
AV
AW
W
DS
DSCW
TWR
DSHW
SANITARY VENT
BURIED EXTERIOR WATER
TEPID WATER RECIRCULATING
TEPID WATER
DISTILLED WATER
SOFTENED HOT WATER
SOFTENED COLD WATER
ACID WASTE
STORM DRAIN
SANITARY DRAIN (BELOW FLOOR)
SANITARY DRAIN (ABOVE FLOOR)
OXYGEN
VACUUM
OX
VAC
RO
A
REVERSE OSMOSIS WATER
COMPRESSED AIR
DEIONIZED WATERDI
AIR FLOW STATIONAFS
SEE INDIVIDUAL SHEETS FOR REFERENCE NOTES. SEE INDIVIDUAL SHEETS FOR REFERENCE NOTES.
HPWR
HPWS
HEAT PUMP WATER RETURN
HEAT PUMP WATER SUPPLY
F
S
FS
NEW TO EXISTING CONNECTION
G NATURAL GAS
FOF
FOG
LPG
FOV
FOR
FOS
FUEL OIL RETURN
FUEL OIL SUPPLY
FUEL OIL GAGE
FUEL OIL FILL
FUEL OIL VENT
LIQUEFIED PETROLEUM GAS
CD CONDENSATE DRAIN
EXHAUST DUCT DOWN
EXHAUST DUCT UP
CO CARBON MONOXIDE SENSOR
CO2 CARBON DIOXIDE SENSOR
NO2 NITROGEN DIOXIDE SENSOR
SENSOR WITH GUARD'X'
DOUBLE - GRADE CLEANOUTDGCO
ST/OST STORM DRAIN (BELOW FLOOR)
WASTE AND ANESTHETIC
GAS DISPOSAL
NITROGEN
WAGD
N
MEDICAL AIRMA
PIPE GUIDE
HOSE BIBB
THERMOMETER
PIPE ANCHOR
HB
STEAM TRAP
RHY
WH
ROOF HYDRANT
WALL HYDRANT
PRESSURE GAUGE
EXISTINGDEMO
EXISTINGNEW
18 Ø
18x10
18/10
ROUND DUCT
FLAT OVAL DUCT-1ST FIG IS SIDE
SHOWN
RECT DUCT-1ST FIG IS SIDE SHOWN
ACOUSTICAL DUCT LINER
HVAC…
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